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US 40 EDMONDSON AV over GWYNNS FALLS, CSX

Map 

Coordinates:
+39.29427, -76.67000
39°17'39" N, 76°40'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 40 EDMONDSON AV over GWYNNS FALLS, CSX
Structure number:200000BC2202010
Location:0.2 MI E HILTON PKWY
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:147.0 ft. [44.8 m]
Total length:541.7 ft. [165.1 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Vertical clearance below bridge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1907
Year reconstructed:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:3,900 [as of 2007]
Truck traffic:8% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:45.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$7,700,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201545.6Structurally deficientPoorSeriousFair3900
March 201445.6Structurally deficientPoorSeriousFair3900
March 201347.5Structurally deficientPoorSeriousFair3900
March 201249.5Structurally deficientFairSeriousFair3900
March 201049.5Structurally deficientFairSeriousFair3900
January 200849.5Structurally deficientFairSeriousFair3900
December 200549.5Structurally deficientFairSeriousFair3900
December 200349.5Structurally deficientFairSeriousFair3860
December 200149.7Structurally deficientFairSeriousFair3382
December 199983.2Not deficientSatisfactoryFairSatisfactory3382
December 199783.2Not deficientGoodFairGood3382
January 199783.2Not deficientGoodFairGood3382
March 199584.1Not deficientGoodFairGood3382
December 199284.1Not deficientGoodFairGood3382
November 199095.2Not deficientGoodSatisfactorySatisfactory3382